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    Evaluation of Equivalent Linear Analysis Methods of Bridge Isolation 

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 008
    Author(s): J. S. Hwang
    Publisher: American Society of Civil Engineers
    Abstract: Various equivalent linear analysis methods for base-isolated regular bridges are compared and evaluated in this paper. The equivalent linear analysis models encompassed in the paper are those specified by the American ...
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    Analytical Modeling of High Damping Rubber Bearings 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 008
    Author(s): J. S. Hwang; S. W. Ku
    Publisher: American Society of Civil Engineers
    Abstract: Two analysis models for high damping rubber bearings are proposed based on the results of shaking table tests of a seismically isolated bridge deck. These analysis models are established using the modified Gauss-Newton ...
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    Effective Stiffness and Equivalent Damping of Base‐Isolated Bridges 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 010
    Author(s): J. S. Hwang; L. H. Sheng
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the guide specifications for bridge base isolation published in 1991 by the American Association of State Highway Transportation Officials (AASHTO) are briefly summarized and discussed. The effective ...
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    Seismic Behavior of Gable Frame Consisting of Tapered Members 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 003
    Author(s): J. S. Hwang; K. C. Chang; G. C. Lee
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports the dynamic responses of a one‐fifth‐scale gable‐frame structure composed of tapered members subjected to El Centro earthquake ground motions, using a shaking table. The test structure was designed ...
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    Quasi‐Static and Dynamic Sliding Characteristics of Teflon—Stainless Steel Interfaces 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 010
    Author(s): J. S. Hwang; K. C. Chang; G. C. Lee
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes an experimental program of study on the sliding characteristics of Teflon‐stainless steel interfaces. The effects of normal pressure, sliding distance, normal pressure history, sliding velocity, sliding ...
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    Analytical Model for Sliding Behavior of Teflon‐Stainless Steel Interfaces 

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 012
    Author(s): K. C. Chang; J. S. Hwang; G. C. Lee
    Publisher: American Society of Civil Engineers
    Abstract: An analytical model is proposed to describe the interfacial sliding characteristics of Teflon and stainless steel based on experimentally observed quasi‐static and dynamic sliding characteristics. The effects of normal ...
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    Modified Frequency‐Domain Data Processing 

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 010
    Author(s): J. S. Hwang; K. C. Chang; G. C. Lee
    Publisher: American Society of Civil Engineers
    Abstract: Data processing techniques have been frequently used to minimize errors involved in the measurements of earthquake ground motion data and experimental structural responses. In this paper a frequency domain data processing ...
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    Shaking Table Tests of Pinned‐Base Steel Gable Frame 

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 012
    Author(s): J. S. Hwang; K. C. Chang; G. C. Lee; R. L. Ketter
    Publisher: American Society of Civil Engineers
    Abstract: In the United States, design of steel gable frames normally follows the guidelines prescribed by the American Institute of Steel Construction for assumed wind and gravity loadings. In this study, a pinned‐base steel gable ...
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    Applicability of Seismic Protective Systems to Structures with Vibration-Sensitive Equipment 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 011
    Author(s): J. S. Hwang; Y. N. Huang; Y. H. Hung; J. C. Huang
    Publisher: American Society of Civil Engineers
    Abstract: The paper summarizes the feasibility study of implementing seismic protective systems into high-tech industrial structures in which costly vibration-sensitive facilities are housed. Due to the fact that the microvibration ...
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